BACKGROUND OF THE INVENTION
Oil and gas wells are now being drilled in water which is so deep that fixed drilling platforms are not suitable and floating platforms are used. These floating drilling platforms have some movement responsive to wind, waves and current. Current also acts on the drilling conduit or riser. With drilling proceeding in relatively deep water, the riser due to its increased length and resulting greater weight must be tensioned at the drilling vessel as well as buoyed along its length to prevent buckling. The movement of the drilling vessel and the current forces on the riser create dynamic loads on the riser which produce alternating stresses therein.
Prior riser connectors are preloaded at initial make-up but the preloading is not sufficient to avoid wear of mating parts as a result of movement. The life of present riser connectors is greatly shortened by the combination of the alternating stresses on the riser connector and its stress concentration factors. Another disadvantage experienced by prior preloaded riser connectors is that they have been extremely heavy and expensive. In certain of these riser connectors extremely high preloads are used to accommodate the high thermal gradients resulting from hot fluids in the riser and cooler seawater around the riser which tend to relieve the preload. Also, large oil flow lines have high thermal gradients in which loaded connectors are desirable, particularly a connector in which the thermal gradients do not relieve the preload.
The Luke et al U.S. Pat. No. 4,012,059 discloses a pipe connector having telescoping tubular members with one of the members being stretchable to preload the latch means. The latches include a plurality of ring segments which engage in grooves between the two members to retain them in loaded position. The J. Moon U.S. Pat. No. 2,485,763 discloses a tool joint and collar assembly which includes fingers engaging on a shoulder and a sleeve or collar which slides onto the fingers to hold them in engaged position. The Van Bilderbeek et al U.S. Pat. No. 4,074,912 discloses a rigid pile connector which includes a ring engaged by a plurality of buttons from one member, and a plurality of fingers engaging an internal shoulder on the other member with the interior of the fingers held in place by a removable sleeve.
Preloaded connectors are shown in the Jansen U.S. Pat. No. 4,093,281 and the Ahlstone U.S. Pat. No. 4,124,229 which disclose the use of hydraulic cylinders for preloading the joint. Jansen suggests threading a reaction nut against the members during loading to retain the loading after the cylinders are released. Ahlstone provides a pressure energized shrink fit.
SUMMARY
The present invention relates to an improved riser connector or tubular connector which can be preloaded. This improved connector includes pin and box ends on the adjacent tubular sections, and external shoulder on the box end, buttress ridges on the pin, a collet having a shoulder to engage the box shoulder and a plurality of fingers with buttress ridges to engage the pin ridges when loaded and means to retain the fingers in engaged position.
An object of the present invention is to provide an improved tubular connector particularly suitable as a riser connector which is preloaded and has a minimum number of parts, minimizes the effects of alternating stresses, has no extra weight over prior connectors and will benefit from any thermal gradients rather than having its preload released.
BRIEF DESCRIPTION OF THE DRAWINGS
These and other objects and advantages of the present invention are hereinafter set forth and explained with reference to the drawings wherein:
FIG. 1 is an isometric perspective view of the improved tubular connector of the present invention shown as a riser connector with portions broken away and shown in section to show the assembled relationships of the joint.
FIG. 2 is an exploded partial of the riser connector shown in FIG. 1.
DESCRIPTION OF THE PREFERRED EMBODIMENT
Improved
riser connector 10 includes
riser sections 12 and 14,
collet 16 and retaining means 18.
Riser section 12 includes
box 20 and
external shoulder 22 facing downwardly as shown.
Riser section 14 includes
pin 24, straight cut external buttress profiles or
ridges 26 and
external threads 28 positioned farther from
pin 24 than
ridges 26.
Seal ring 29 of the "AX" type is used to provide a metal-to-metal seal between
pin 24 and
box 20.
Collet 16 includes
ring 30 having
internal shoulder 32 which is adapted to engage
shoulder 22 and
fingers 34 extending toward
ridges 26. Straight cut internal buttress profiles or
ridges 36 are formed on the interior of
fingers 34.
Ridges 36 are formed to mate with
ridges 26.
External shoulder 38 on the exterior of
fingers 34 faces downwardly. As shown in the drawings,
collet 16
surrounds section 12 and when
connector 10 is loaded,
finger ridges 36 engage
ridges 26 on
section 14.
Exterior surfaces 40 on
fingers 34 taper inwardly toward the end of
fingers 34 away from
ring 30.
Retaining
means 18 includes
lock ring 42 and
lock nut 44.
Lock ring 42 has internal
annular surface 46 tapered in the same direction and at the same angle as the taper on
surfaces 40. These tapers preferably have a cone angle of approximately 8° to be a self-locking taper.
Lock nut 44 has
internal threads 48 which mate with
threads 28.
Collet 16 is slipped on
section 12 before it is welded to
riser 13.
Section 14 is positioned with its
pin 24 inserted into
box 20. Lock
ring 42 and
lock nut 44 are assembled on
section 14 before it is welded to
upper riser 13.
Connector 10 is assembled by placing
collet 16 on
box section 12 with
shoulders 22 and 32 in engagement. Load is applied with a suitable loading device (not shown) by support of
shoulder 38 on
collet 16 and application of a load to the
section 14 as by loading outer end of
lock nut 44,
lock nut 44 being engaged against
threads 28 but not threaded thereon. The load places
section 14 under compression and places
collet fingers 34 in tension when
ridges 36 on
fingers 34 become interengaged with
ridges 26. Then
lock ring 42 is slipped over
fingers 34 and lock
nut 44 threaded onto
threads 28 to retain
collet fingers 34 in such engagement. The length of
riser section 14 from its
pin end 24 to
ridges 26 is preselected or
shims 52 are provided between
shoulders 22 and 32 so that the preselected preload is used to bring
finger ridges 36 into engagement with
ridges 26 on
section 14.
This preload slightly compresses
section 14 and to a much greater extent stretches
fingers 34 since they are preferably of smaller cross-section than
section 14. With an 185/8 inch diameter, 3000 psi riser it is preferred that the preload on the riser connector be approximately 1,500,000 pounds. The ratio of pin stiffness to collet or box stiffness together with the preloading of the connector to a higher value than will be applied externally results in no relative movement in the connector and thus no wear of the parts of the connector is experienced.
To have the highest stiffness ratio of the pin to the collet it is suggested that the collet be of a material having a high strength and low modulus of elasticity such as titanium alloy 6A1-4V Beta processed. Titanium is more effective than steel in minimizing the alternating stress component in the collet. The titanium alloy is approximately only sixty percent as heavy as steel and has a coefficient of thermal expansion of the same order of magnitude as steel. The high stiffness ratio of the pin to the collet in the titanium alloy collet design provides a substantial increase in fatigue life.
Thus, the preferred riser connector of the present invention which is heavily preloaded, as suggested, provides risers in which the fatigue life is not limited by the fatigue life of the riser connectors.
The improved tubular connector is herein described as a riser connector but may be used in other applications such as large diameter oil pipe lines subject to high thermal gradients.